Comparison of Limit Equilibrium Method and Finite Element Method on Rock Slope Stability Analysis

Sun Zengkui; Tong Haitao

Jul. 2021

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Sun Zengkui, Tong Haitao. Comparison of Limit Equilibrium Method and Finite Element Method on Rock Slope Stability Analysis[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(2): 98-100.

Citation:

Sun Zengkui, Tong Haitao. Comparison of Limit Equilibrium Method and Finite Element Method on Rock Slope Stability Analysis[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(2): 98-100.

Sun Zengkui, Tong Haitao. Comparison of Limit Equilibrium Method and Finite Element Method on Rock Slope Stability Analysis[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(2): 98-100.

Citation:

Sun Zengkui, Tong Haitao. Comparison of Limit Equilibrium Method and Finite Element Method on Rock Slope Stability Analysis[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(2): 98-100.

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Comparison of Limit Equilibrium Method and Finite Element Method on Rock Slope Stability Analysis

Zhongjiao Highway Planning and Design Institute, Beijing 100010 China

Received Date: 2004-12-15

Abstract

Abstract

Based on an engineering example,stability of a highway rock slope is analysized by limit equilibrium method and finite element method.The difference between the two methods above is expatiated and some advices are put forward.
- limit equilibrium method,
- finite element method,
- rock slop,
- stability